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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAccepted-Finance | ₹7.8 L | L1 | Accepted-Finance The contractor has complied with all the tender conditions and is technically qualified |
| 2 | L2₹8.1 L+₹22,776.93 (2.90%)Accepted-Finance | ₹8.1 L+₹22,776.93 (2.90%) | L2 | Accepted-Finance The contractor has complied with all the tender conditions and is technically qualified |
Tender Value
₹7.7 L
EMD Value
₹7,700
Closing Date
24 Aug 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer PWD, Division karur.
PROVIDING SHED AND PAVER BLOCK ARRANGEMENTS IN TALUK OFFICE CAMPUS AT PUGALUR IN KARUR DISTRICT
2026_PWD_691755_1
NIT06-2/KARUR/26-27
Open Tender
Civil Works - Buildings
Lump-sum
PUGALUR
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹7,700
2 Sept 2026
7 Aug 2026
24 Aug 2026
7 Aug 2026
24 Aug 2026
7 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work excavation for foundation by manual means for Isolated, Combined and Other type foundations in all soils and sub-soils and to full depth as may be directed except in rock requiring blasting inclusive of shoring shuttering, bailing out water wherever necessary and depositing the surplus earth within the compound in places shown by the departmental officers with an initial lead of 10 mts and initial lift of 2.00mts. and clearing and levelling the site, etc., complete complying with standard specification and as directed by the departmental officers. | 11.4 | M3 | 259.35 | ₹2,956.59 |
| 2 | Supply and filling in foundation and basement with Gravel in layers of not more than 15cm.thick well rammed watered and compacted with surface vibrator, watered and consolidated etc. complete complying with standard specification and as directed by the departmental officers. | 25.6 | M3 | 487.8 | ₹12,487.68 |
| 3PLAIN CEMENT CONCRETE | |||||
| 3.1 | Plain Cement Concrete 1:2:4 (one cement, two crushed stone sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers.- Mixing by manual means | - | - | - | - |
| 3.2 | Foundation and Basement | 0.35 | M3 | 6,949.25 | ₹2,432.24 |
| 4 | Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means | 2.8 | M3 | 5,474.45 | ₹15,328.46 |
| 5BRICK MASONRY | |||||
| 5.1 | Brick work in following Cement Mortar using best quality Fly ash Brick of size 230x110x70mm with class designation of 7.5 conforming to IS 13757-1993 or IS 12894-2002 for foundation and basement including Cost of Mortar Plasticizer, curing, etc., complete complying with standard specification and as directed by the departmental officers. Brickwork shall be done as per IS 2212-1991 adopting English Bond generally. other type of bond shall be done as directed by the Executive Engineer in charge. | - | - | - | - |
| 5.2 | In Cement Mortar 1:5 using Crushed stone Sand (Manual mixing) | - | - | - | - |
| 5.3 | In Foundation and Basement | 8.4 | M3 | 7,532.7 | ₹63,274.68 |
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